Vikas Khand Semariyawanke gram Magua Pandey mein Pipra Pratham marg se Hemant ke khet tak CC road nirmankarya

Excavation in Foundation in ordinary soil (Loamclay or sand) including lift up to 1.5m and lead up to 30m. and including filling, sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the E/I up to a distance of 30m. from the foundation trenches including all T&P etc. complete Rate as per S.I.No. 251 (Schedule Rate)

Cement Concrete with 40mm gauge stone ballast, approved coarse sand. and cement in proportion 8:4:1 including supply of all materials labour and tools and plants etc. required for proper complation of the work. in foundation For side brick work Rate as per S.I.No. 275

Class M 150 sub class ''A'' Brick in 1:4 with cement and coarse sand in foundation upto bed level required for proper completion of work. As per SI. NO. 305(B)

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

P/L of 125 micron Polythene Sheet under CC road including all complete.CH 19 NS-4

Laying C.C Road slab Consisting of 1:1.5:3 Cement,Coarse Sand and approved 20 mm gauge stone ballast all complete work as per technical specification SI 773 B

Const. Of Construction Joint / Expansion joint including all complete.

Earthwork in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 indepth and work in embankment tobe in 20 cm. including ramming and dressing the surface to required levels and slopes & also including 1.5m lift & 30m lead including royalty required for proper completion of the work as per direction of E/I of the work including two lead & one lift etc. with royality charges (as per S.I. No. 253(Cartage of Earth upto 3 Km)

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